My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0012477
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AIRPORT
>
2255
>
3500 - Local Oversight Program
>
PR0518431
>
ARCHIVED REPORTS XR0012477
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/23/2018 8:43:37 AM
Creation date
10/23/2018 8:17:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0012477
FileName_PostFix
XR0012477
RECORD_ID
PR0518431
PE
3528
FACILITY_ID
FA0013904
FACILITY_NAME
ZE AUTO REPAIR
STREET_NUMBER
2255
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16908055
CURRENT_STATUS
02
SITE_LOCATION
2255 S AIRPORT WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
101
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
PERMEABILITY TEST REPORT_ <br /> TEST DATA SAMPLE DATA <br /> Specimen Height (cm) 7 14 Sample Identification MW1 48 <br />. Specimen Diameter (cm) 5 08 <br /> Dry Unit Weight (pcf) 108 1 Visual Description pending <br /> Moisture Before Test (%) 20 8 <br /> Moisture After Test (9:) 18 5 Remarks Organic Content=2 87. <br /> Run Number 1 • 2 A <br /> Cell Pressure (psi ) 65 0 Maximum Dry Density (pcf) - <br /> Optimum Moisture Content (�) <br /> Sat Pressure (psi ) 60 0 ASTM(-) <br /> Diff Head (psi ) d 2 Percent Compaction <br /> Permeameter type ASTM 05084 <br /> Perm (cm/sec) 2 35 x W-7 Sample type I iner <br /> TIME - t (sec) <br /> 0 50000 100000 150000 200000 <br /> 0 <br /> � 0 8 <br /> U <br /> v <br /> 0 <br /> I 1 <br /> W <br /> D <br /> 2 4 <br /> O <br /> 3 2 <br /> n 4 <br /> U <br /> GJ 1 x 10-6 <br /> in <br /> 8 x 10--7 <br /> v 6 x 10--7 <br /> >L <br /> i 4 x 10-7 <br /> F-- <br /> H <br /> J <br /> H 2 x 10^-7 <br /> Q <br /> w <br /> a <br /> w <br /> a 1 x 10--7 <br /> 0 5 10 15 20 <br /> AVERAGE HYDRAULIC GRADIENT - dH/L (cmfcm) <br /> Project Z E Auto Project No 03-287 <br /> Loco t i on - File No 03--287 <br /> Date 8-1-2003 Lob No 03-287 <br /> Tested by mpw <br /> PERMEABILITY TEST REPORT Checked by cmw <br /> SIERRA TESTING Test FH -- Fa I I i ng head C <br />
The URL can be used to link to this page
Your browser does not support the video tag.